20091277 Ver 1_Site Plan_20091201

VA: ENE TES TES BEN VAT S i
...E-~
- ~ ABAND ABANDONED 0 0/H ........................OVER HEAD
SIDE SEOPFS: o DA TU ~ : A.D ALGEBRAIC DIFFERENCE ENCE OC ON CENTER THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE
ASPH ASPHALT P PAVT PAVEMENT
WING PROJECT TEMPORARY BENCHMARKS: LIMITS OF PROPOSED SLOPES ARE INDICA 1ED IN THE PLANS, DETAILS AND STANDARD APPROX APPROXIMATELY P THE FOLLOWING IS A SUMMARY SHO PC ...........................POINT OF CURVATURE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF
NUMBER CORDINATES DRAWINGS. THE MAXIMUM SLOPE SHALE NOT EXCEED A 3:1 HORIZONTAL TO VERTICAL B C BACK OF CURB P _ BENCHMARK .NUMBER SHEET ( ) / PCBC .......................PRECAST BOX CULVERT THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND
_ TBA TBA TBA TBA UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2.1 MAXIMUM WILL BE USED BIT ...................................BITUMINOUS P PERM PERMANENT DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE
ONLY AS DIRECTED BY T NGINEER. N H MARK P HE E BM BE C PG ...........................PAGE NCDOT STANDARD. PI POINT OF INT
_ BO BOX OPENING P -D CURB EEEMATIO~IS. PROPOSE _ BRG BEARING P PK ...........................PK NAIL SET CHARLOTTE:
EROSI01~ COElTRO~. CB CATCH BASIN P PP ...........................POWER POLE
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY i0 P C&G CURB AND GUTTER ~ PROP PROPOSED STD. NO.: TITLE:
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RE-FAIN THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE CL CLEARANCE P PSE .........................PERM SW ESMT 30.06A TEMPORARY SILT FENCE ~ °
EXISTING PAVEMENT„UNLESS OTHERWISE NOTED, APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE " ' p CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS C/L FENCE CHAIN LINK FENCE PT POINT OF TANGENCY 3Q 10 TEMPORARY ROCK CHECK DAM ~ ~
CMP CORRUGATED MTL PIPE P PIPE PVI ..........................POINT OF VERT INT ~ PUE .........................PERM UTILITY ESMT 30.11A STABILIZED CONSTRUCTION ENTRANCE ~ °
MKS: SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR ~ p DRIVEV~AYS .AND SIDEWA CONC CONCRETE SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1 AND EC2 r. r ..............................RADIUS 30.17A&B SEEDING SCHEDULE z ~
CONTT CONSTRUCTION PANSI N' - R RT RIGHT 40.02 TEMPORARY TREE PROTECTION ~ w o w
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EX 0 ~ DB DEED BOOK RFA AGCOROiNGLY: ACCFSSBEE RAMPS AFID DEPRESSED CURB. DCB DouBLE cB R JOINT. ..MATCH REPLACEMENT MATERIALS TO THE EXISTING SU CE RC REINFORCED CONC b ~ ~
® -SIX INCH PORTLAND. CEMENT CONCRETE 3600 PSI . DI DROP INLET R CONCRETE ( ) RCP REINFORCED CONC PIPE ~ ° ~
R - E AND FOUR INCH 119.08 THE CONTRACTOR SHALL CONSTRUCT 6--INCH THICK CONCRETE ACCESSIBLE RAMPS AT DIA DIAMETER _ o ASPHALT (COMMERCIAL) TWO INCH SF9.5B COORS RELOC .....................RELOCATE ~ o s
INTERMEDIATE COURSE. INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DW ...................................DRIVEWAY R R/W RIGHT OF WAY 0.~ ~ =~z S SOUTH ~ ~ z o
DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. DIM ...............................DIMENSION S {RESIDENTIAL) TWO INCH SF9,5B COURSE AND FOUR INCH AGGREGATE _ SD STORM DRAIN ~
E EAST FASTING S .BASE ABC COURSE. / ( ) S SF SQUARE FOOT ° ~
® VEL - SIX INCH INCIDENTAL STONE SAWCU TS. EA EACH GRA S/R FENCE SPLIT RAIL FENCE ~ °
WAY ROSSINGS ELEV ELEVATION S SIDEWALK SHALL 8E FOUR INCHES THICK, AND SlX INCHES THICK AT DRIVE C , - FOP EDGE OF PAVEMENT S JT SS SANITARY SEWER ~ ~
PER ~CI'TYSTD. NO. 10.22. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR S T ESMT EASEMENT STA STATION ~a ¢ Q ~
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CU ~ WIDTH SHALL BE ENV END WALL S 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE c S STD STANDARD ~ ° v ~
ALi~ACE STRUCTURES. D R EXI„T EXISTING REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED F C FACE OF CURB T SW SIDEWALK TAN TANGENT
/
GRADES ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE CURB AND GUTTER. T FES FLARED END SECTION ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. _ FH FIRE HYDRANT ION TBJB ........................TRAFFIC BEARING JUNCTION BOX
STATIONS OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES P A `IE.UI E N T D E G R A D A T OIL FEE : FOC FIBER OPTIC CABLE T E TBDL TRAFFIC BEARING
AND JUNCTION BOXES, .AND THE. MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES GV GAS VALVE DROP INLET
SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED. COOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED. HORIZ HORIZONTAL T' TCE TEMP CONST ESMT z
WEEPHOLES` ARE TO BE CONSTRUCTED iN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 GDOT AND E&PM NAVE AGREED ON THE STREET CUTS FOR WHICH A PAVEMENT HW ..................................HEAD WALL T'' TEMP TEMPORARY o TP TRAVERSE POINT a
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 DEGRADATION FEE IS RE UIRED, THE DEGRADATION FEE ASSESSMENT SHALL BE PAID VIA INT .................................INTERSECTION T'' Q T/W .........................TEST WIRE
OF STRUCTURE ANQ COVERED ON THE OUTSIDE OF THE 5TRUCTURE BY A BAG MADE OF INTERNAL CITY MECHANISMS DTI PRIOR TO CONSTRUCTION. INV .................................INVERT T _ ( ) TYP TYPICAL w
FILTER FABRIC AND FILLED W 78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR 1P IRON PIN SET T U/G UNDER GROUND
THIS WORK. L ......................................LENGTH U SUBSURFACE P~.A~IS. - LF LINEAR FOOTAGE V VC VERTICAL CURVE
LT LEFT V VERT VERTICAL
UTILITIES: NO SUBSURFACE PLANS ARL AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE Ib POUND W WEST
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. LP LIGHT POLE W W/ WITH
UT(LITIE5 ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE MAX .................................MAXIMUM W HELD RESPONSIBLE"'FOR THE ACCURACY OF UTILITY LOCATIONS SIZES DEPTHS, OR_FOR WM WATER METER W VAULT WATER VAULT
TRAFFIC CONTROL: MIN ...............................MINIMUM w COMPLETENESS OF UTILITY INFORMATION. - MONO MONOLITHIC W WV WATER VALVE
PRIOR 70 CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL U fILITY 60p SIXTY PENNY NAIL SET ~
006 EDITION OF THE "WORK AREA mph MMES PER HOUR 6 OWNERS,-THE CITY, UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2 METAL ' _ T MTL ' FOOT A
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALA TRAFFIC CONTROL HANDBOOK (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS .C1 N NORTH/NORTHING „ INCH
UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE AND SPECIAL PROVISIONS. NTS NOT TO SCALE 0
CONTRACTORS SHALL. HOLD THE CITY HARMLESS FQR ANY THIRD-PARTY INCONVENIENCE CREATED` 8Y WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES z
INCURRED SHALL BE .:THE CONTRACTORS FINANCIAL RESPONSIBILiI'Y.
ED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND 'vVATER AS NEED
LINES. ONLY; -ALL OTHER ADJUSTMENTS RELOCATIONS WILL BE PERFORMED BY THE / I a
VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY '
OWNERS S0 AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILD NO T m
LAYS OR DISRUPTfONS TO THE WORK SCHEDULE OF BE HELD RESPONSIBLE FOR ANY DE
OTHER UTILITY OWNERS. ~ ~ sue,-.a,~
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL C~ 1-800-632-4949. U ~
® R LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL FO TOE IN (BURY) MATTING 12" DEEP
T PROJECT MANAGER & UTILITY COORDINATOR. CONTAC
SO NOTIFY THE C{TY OF CHARLOTTE UTILITY COORDINATOR OF .THE CONTRACTOR SHALL AL A TED AT THE FOLLOWING MIN• 3'
LMPENDING .WORK. THE UTILITY COORDINATOR SHALL BE CONT C _ FROM VARIES 0' TO 3'_ ADDRESS: 48 HOURS PRIOR TO CONSTRUCTION): ToB FLOOD SHELF VARIES 0' TO 10' FLOOD SHELF
{ MR. GARY STANSBURY
TR T „ ! 600 E. FOURTHS EE TOE IN (BURY) MATTING 12 DEEP VAR! W H <<, PROPOSeo cNANNEL ~NVERr
CHARLOTTE; NC 28202-2844 ES_ T -~.P EX. GRA E ~ .,1 ~ `s
704 336-2667 ~.o ( )
TOE IN (BURY) FILTER FABRIC 12" DEEP 2
T ALL WATER VALVES WATER METER BOXES AND WATER 2 2 THE CONTRACTOR SHALL ADJUS , BETE 1 1'-6" 1'-6" 1 1 ~3
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONC MATTING FOR EROSION CONTROL AND LIVE STAKING DRLVEWAYS SHALL $E INSTALLED WITHIN CONCRETE BOXES. PROP. 6' GABION WALL =
PROP, EROSION CONTROL MATTING, BARE ROOT -GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A PLANTING AND RIPARIAN SEEDING ` MATTING FOR EROSION CONTROL AND LIVE STAKING g ~ o
TA-TINE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND REPRESEN PROP. LIVE STAKING, RIPARIAN SEEDING AND EROSION CONTROL Q ¢ z d ~ ~ Q
DURING CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT PROP, LIVE STAKING, RIPARIAN SEEDING AND EROSION CONTROL 6.0' BASE MATTING. DRIVE LIVE STAKE z ~ m ~ ®ra
PIEDMONT NATURAL GAS ATLEAST TWO WEEKS PRIOR TO CONSTRUCTION. MATTING. DRIVE uvE sTAKE THROUGH MATTING WIDTH THROUGH MATTING PROP. EROSION CONTROL MATTING, BARE ROOT ~ ~
TOE IN (BURY) MATTING 12" DEEP PLANTING AND RIPARIAN SEEDING
WER AC\1D WATER TIE: TI~1G SANITARY SE _ E S TOE IN TOE IN (BURY} MATTING 12" DEEP N
TH NTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATI~'rE E CO NOTES: oR WATER LINES HE SHALL TYPfCAL CHANNEL SECTION ~ / d ECTION A Z
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER 1. SEE PROFILE FOR PROP. CHANNEL INVERT, T IS EXPENSE WITH DUCTILE IRON PIPE. THE 2. PROVIDE 2H:1V BANK SLOPE TO TIE INTO EXISTING GROUND. ST~.91+10 TO STA. 19+$7 - IMMEDIATELY REPLACE THE LINE A H i t +s7 ~ Z
A TOR.SHALL REPLACE SANITARY SEWER AND OR WATER LINE, WITH A MINIMUM IEi~ NoTroscnu: .CONTR. C / a a
-FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF s
SA1D LINES, VERTICALLY OR HORIZONTALLY. I , p ~ z = N tow to w
~I} ~ 0 o m a ~ ~
_ P A~1S: SUBSURFACE L
c0 O~ a d ~~L ~ ~
FA E PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE NO SUBSUR C wQ x
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. DENR • W~1ER~'UW.ITY Q ~
Yt1IITlA~S~NDS AT~R~R~dCR
_MAIE BOXES::
ON TRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE C VARIES 0` TO 10' ~ ~ ~ ~ 7 ~ ~ ~ r
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS MIN. 3' , THE FRO VARIES 0 TO 3' FLOOD SHELF MIN. F+,~ FROM
WORK W(TH' THE U:S: POSTAL SERVICE. TOB FLOOD SHELF TOB
! ~I v, !-4 w
E E ~l C E S : TOE IN (BURY) MATTING 12" DEEP ~ ; 3 PROPOSED CHANNEL INVERT :VARIES WITH ea, 11- VARfES WITH.,, h~
'~X.';GRA E TED ON THE PLANS AND OR 1 1.0~ E GRADE ~ ~ r-~1
THE CONTRACTOR-SHALL REMOVE AND RESET FENCES AS NO / 2 2 AS DIRECTED BY THE ENGINEER. ~ TOE IN (BURY) MATTING 12" DEEP ® ~ I~ 2
1 1'-6 1'-6" 1 1
MATTING FOR EROSION CONTROL AND LIVE STAKING RUBS A~1D HEDGES: MATTING FOR EROSION CONTROL AND UVE STAKING
TREES SN a F*h
TREES SHRUBS AND HEDGES WITHIN THE EASEMEN PROP. EROSION CONTROL MATTING, BARE ROOT THE CONTRACTOR-SHALL REMOVE ALL , PROP. EROSION PROP. LIVE STAKING, RIPARIAN CONTROL MATTING, EI
PLANTING AND RIPARIAN SEEDING WN ON THE PLANS TO BE PROTECTED OR AS DIRECTED BY THE LINES UNLESS SHO SEEDING AND EROSION BARE ROOT PLANTING r~,'~
ENGINEER. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC CONTROL MATTING. DRIVE LIVE AND RIPARIAN SEEDING FBI STAKE THROUGH MATTING ~
T NCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE PROP. LIVE STAKING, RIPARIAN SEEDING AND EROSION CONTROL 6.0' BASE RE - MATTING. DRIVE LIVE STAKE THROUGH MATTING WIDTH
CONSTRUCTION STANDARDS, PRUNING SHALL BE PER THE LATEST STANDARD OF THE TOE IN (BURY} MATTING 12" DEEP ® s
- I At\in~ca~F IYIEISTRI1CTION STANDARDS MANUAL (TYP.~ USE PLYi~~~'OOD FORMS WHEN IRLE TOE IP
BE IN ACCORDANCE WITH CMLD STD. 40.02 USE CMLD STD. 40.11 FOR BRIDGING rKbLIMINAKY
ROOTS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CMLD SI GN TES: Do Not Use For Construction
L40.12IVILD ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. TREE PROTECTION IUE IN (tSUNY) MAI IING 1'L ULLH-~ SHALL BE USED. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUS 1. sEE PROFILE FoR PROP. CHANNEL INVERT. TYPICAL CHANNEL SECTI®N 2. PROVIDE 2H:1V BANK SLOPE TO TIE INTO EXISTING GROUND. SECTION B 90% SUBNII'ffAL W ty o
STD. 40.13 STA.99+87 TO STA. 95+00 -LOOKING D01NP NOT TO SCALE )OKING DOWNSTREAM COO

NOTES: EXISTING GROUND i GR DE POINT J-HOOK
PROFPLE -VIEW -THE HEADER ROCK SHOULD 1. CONTRACTOR SHALL STAGGER GABION _ BE OFFSET A MIN, OF 6" BASKET JOINTS (3'-0" MIN.) TO AVOID ~ _ ~ - - - - ` _ _ _ PROFILE '
CLASS II RIPRAP APRON UPSTREAM OF THE FOOTER ROCK ALIGNMENT OF VERTICAL JOINTS, 3' ~ ~ PROPOSED GROUND ELEVATION OF FLOOD BENCH ~~J
FILTER FABRIC UNDER CLASS II ~V/
RIPRAP APRON TOP ELEV. 703 i ~ -FILTER FABRIC UNDER BOULDERS ~ . FLOW 1.5' _
i ~ \/^\(Q SLOPE 2% A~0 S~ I19~
TOE ELEV. 701 ~ / ~ ° ° TOP OF 6ANK .FLOW
- STREAM BOTTOM s O s t7~ , - ,
° ° / : ' . / _ i _ _ - _ ~
D 6" MIN. OFFSET;.. , , . / ' _ ;THE HEADER ROCK SHOULD _
,_.__,i i......_.; . ~ _ ~ , ....~~,*v.--~' i- , ; FLOOD SHELF . _ ' ~iBE OFFSET UPSTREAM OF: ,
~ - , 1.1 1--i . r ~ , 1 i - i i _ i I -----j i I i_ _ • I~ ~ I i- ~ +---Iii r 1 i r r i _ - THE FOOTER ROCK
I t F...., i i ~ , I_._ ~ I r _ I i~ ~ , _ i _ r , , - - i , ! ---t i i a
;v~r fr i ~ i 1 i NOTE: Zi o d- M NO
- ~ t . I ~ ; ~ I E ! - ~ _ . - ` ! ELEV. 697 ,~~:MI ; ~ : ~ ~ I----, ; . , r SPLASH ,PAD .BOULDER ,I,- II,-- i ~ l~r , I, r- E _ ®USE RIP RAP SIZE 14'° TO 30" FOR a N vZ
BOULDERS. GRADE POINT ®ROCKS SHOULD BE HAND PICKED AND ~ ~
4.5' a-a <t INDIVIDUALLY FITTED TO AVOID GAPS. ~3
PLAN VIEW EROSION CONTROL MATTING FILTER FABRIC ~j t?, ~ ® w z
14 S0, FT. OF CLASS II _ 3 ~ ~.i W O FOOTER ROCK BELOW GRADE a~ ~ ~ o
RIPRAP APRON KEY-IN BOULDERS TO CHANNEL SIDE SLOPES A MINIMUM OF 2' f- Q
~/3 ~ ~~a~ h~ y Uo~j
~ I~ W ~ ~ ~a~
PROPOSED 6 TALL GABION WALL NOT TO SCAlE TOP OF BANK ~ o w ~
CHANNEL BANK
~~,r ra,r~_ - - - _ ~ ~ p,, ~f-z - ; ~ ~w
_ _ _ . _ _ _ . _ . KEY IN TOP OF MATTING I2" DEEP `~Q° BOTTOM OF BANK i = ~ ~
- - - - - - - REINFORCE WITH STAPLES _ _ _ - 2'-a" - - _ _ _ _ _ _ - - - - - - - ~ . D = c.i
_ _ _ _ ( ) _ ~ . _ _ . _ _ _ _ 36" LIVE CUTTING DORMANT ` ~vz ` ~7 ~
- - - STREAM- ~ _ _ _ ® - _ FABRIC STAPLE IN M 2
_ _ _ _ .MIN. - - _ _ _ _ _ _ _ FLOOD BENCH ~
_ , .
_ _ _ _ _ r; _ - ~ _ _ _ _ _ . _ _ _ _ - ~ _ _ _ _ _ ~P B ~ _ - ~
- ,
- - - - - _ _ _ _ _ r- ~2Y ~mY.~i rr~r . - rr~~ ~r~re~~~r~r:~ar~r:.~~r - r~~,~~®~: ®~~~A..~~~.~,:: ®:~~~r~r i - - _ ~ ; _ o
_ - INSTALL COCONUT FIBER _ ,
' - MATTING OVER RIPARIAN . _ ' F a _ _ ~ _ a
CHANNEL BANK - - SEED MIX (TYP.) _ ~ J f/}
3'-6" 36" LIVE CUTTING w
(DORMANT)
S Tq ki ~
N F ~ ..:::::..::::....---~..r.::....:::. NOTES: Mg qN0
1: USE AVERAGE ROCK-SIZE qN ky Rip ~ FAO
FN qRi 2'x2'x1.5' FOR BOULDERS UNDER '
HEADER ROCK. SOME' ~OqN , DOWNSTREAM NF FFO RIPARIAN SEEDING - ' VARIATION IN BOULDER HEIGHT ELEVATION
FLOODSHELF ZONE IS PERMITTED FOR HEADER AT TOP OF ROCK - UVESTAKING ° ~ ! ' . ~g ~
ROCK (MIN; 3'x1°x0:5'). ® CHANNEL
BANK ZONE
HAND ~~~CV 2. ROCKS SHOULD BE ® 0 NDIVIDUALLY BOULDERS _ _ PICKED .AND I
,.~o~' - ~P~ - _ PLANTING DETAIL _ SECTION VIEW FITTED TO ;AVOID GAPS. , _ _
CHANNEL BANK , ®~0 _ - _ NoT To scuE
3. ALLOWABLE -TOLERANCE TO ~ _ .THE SURFACE ELEVATLON IS t2 '
INCHES. _ .,9•~,.
~ \ - FLEW ~ - - - - _ _ _ FLOW - - ,o
~ - - _ _ F~COW -
-14 S~h,FT OF CLASS II RIPRAP APRON ~ ; ~ - - - - - ~ - ? - - ~ . , - - - - ~ ~
_ _ _ _
_ J-HOOK m - _
,~y., _ - _ - moo/ f! B CUT-OFF SILL, TYP. w PLAN VIEW
F , ,
- fl. I ~ ~ x~~i~ ~ _ _ _ •F. F Y_
- I l 1. ~ ~ ~ - _ ~ ~ ~6 it r. - _ FLOOD BOTTOM OF KEY ROCK INTO -
i yr BENCH CHANNEL BANK 1.5'. WITH RIP
~ h - RAP TOE PROTECTION
1 1 r ~ - - ~ t _
~ 7 r
i r ~ 1 ' ~ i : r
,t .r
i 1I i~ - 1.5'
j ~ _ _ _ _ _ . - ~ ~
~`'I~. r t ``il 1'. _ _ _ _ _ _ _ _ _ ~ a m 4 f _ . ,L a a
~,r r~' J ~ i a - _ _ _ _ _ _ _ _ _ _ w
.,r t r i - _ - - - ,i 1 i ? _ _ _ - - - z~ Z m w o A
,1 t r it,, ~ i _ ~ r / ~ _ - _ _ _ .
mr £ j ~ _ _ _ _ _ _ _ r- _ i
' - 1 p ~t i._ 1 f i ~ ~ _ _ _ _ - - - ~E~, ~ 2v~9 " ~
r (~I~f ~ 1 ~ ~ ~ ~ti _ _ - ~ - _ _ _ -
,1_ I' r r ( _ ~f r f - it ~ , , , a 1 KEY INTO DE~R~WATERGUAL+TY ~ a
t ' ~ t J ~ r r ~ f ~ I ~ ~ : l i' r ~ r CHANNEL 1.5' 4~~ETtANOSiaNDST 'At~D H ~ z
_ - 1 t,
. , r ~ i o a
J-HOOK ~ ~ ~ `4 ~
TRUCT .GRADE CONTROL J-NOOK SECTION 6-B o~ n a ~ Q
NOT TO SCALE NOT TO SCALE ~ ~ ~ ~ w N a
r Fa a d
L SEEDING IVESTAKING RIPARIAN U f,.,
KEY LIVE STAKE SPECIES NOTES: ~ A KEY IN TOP OF MATTING 6' DEEP SPACED 3 FOOT ON 1. MATTING, AS DESCRIBED IN THE SPECIAL PROVISIONS, TO A ~ REINFORCE WITH STAPLES CENTER, ROWS STAGGERED BE ROLLED OUT LENGTHWISE ALONG STREAM BANK EXTENDING
ACRES COMMON NAME BOTANICAL NAME MATERIAL ~ MIX SPACING ZONE ACRES COMMON NAME BOTANICAL NAME TYPE MATERIAL SIZE SPACING .ZONE
FLOOD SHELF 0.079 ANNUAL RYE ................................:..................................•LOLIUM MULTIFIORUM SEED tOQ% MIX #1 THROUGHOUT EMBANKMENT 0,183 AMERICAN CALLICARPA SHRUB LIVE STAKE 3 FT. (3/4" MIN. DIA. 3' O.C. AMERICANA ) FROM BELOW THE ROCK TOE TO 3' BEYOND TOP OF BANK. IF 12" MIN. OVERLAP OF MORE THAN ONE ROW IS REQUIRED, MID-BANK OVERLAP s , ~..1
RED-TOP PANICGRASS (NC ECOTYPE) PANICUM RIGIDULUM SEED 20~ MIX #2 THROUGHOUT BEAUTYBERRY CAMPER LITTLE BLUE STEM ••.SCHIZACHYRIUM SCOPARIUM SEED 20% M1X #2 THROUGHOUT - _UPSTREAM FABRIC SHOULD BE A MIN. OF 12" ANO SECURELY FASTENED WITH w F~1
~ ~ : SILKY DOGWOOD CORNUS AMOMUM SHRUB LIVE STAKE 3 FT. (3/4" MIS. DIA.) 3' O.C. LANCE-LEAVED COREOPSIS (NC ECOTYPE)..........COREOPSIS LANCEOLATA SEED 1Q% M1X ~2 THROUGHOUT t::.;:;::: SOUARE CI OVER DOWNSTREAM FABRIC. WOODEN STAKES (SEE SPECIAL PROVISIONS). ~ r
BLACK-EYED SUSAN (NC ECOTYPE) ......RUDBECKIA HIRTA SEED 10~ MiX #2 THROUGHOUT , VIRGINIA-WILLOW ITEA VIRGINICA SHRUB LIVE STAKE 3 FT. (3/4" MIB. DIA.) 3' O.C. SQUARE CUT r ~ TOP OF BANK 2. LIVE STAKES SHALL BE COMPOSED OF FRESHLY CUT,
PARTRIDGE PEA,,.....,,...• ...........................................CHANAECRISTA FASICULATA SEED 5% MiX #2 THROUGHOUT .BEAKED PANICGRASS MD ECOTYPE) ................PANICUM ANCEPS SEED 5~ MIX ~2 THROUGHOUT WITCH HAZEL HAMAMELIS SHRUB LIVE STAKE 3 FT. (3/4" MIN. DIA.) 3' O.C. BUDS FACIN -BUDS FACING DORMANT BRANCHES
( VIRGINIANA UPWARDS . RIVER OATS (WV ECOTYPE) .................................CHASMANTHIUM LATIFOLIUM SEED 3~ MIX #2 THROUGHOUT UPWARDS CONSISTING OF THE SPECIES, DIMENSIONS, PREPARATION e • • • ~ o • • METHODS, ETC. LISTED IN SPECIAL PROVISIONS. THE LIVE A ~
DEER TONGUE ......................................................•DICHANTHELIUM CLANDESTINUM SEED 3% MIX #2 THROUGHOUT ` ` ' SPICEBUSH LINDERA SHRUB LIVE STAKE 3 FT. 3 4" MIN. DIA. 3' O.C. Y . SEED 3~ MIX 2 THROUGHOUT ) VIRGINIA 1MLD R E ELYMUS VIRGINICUS # ~ ~ ' ~ 36" STAKES SHALL BE RANDOMLY PLACED AT 3' O.C. AS SHOWN
BENZOIN COMMON SNEEZEWEED (VA ECOTYPE .................HELENIUM AUTUMNALE SEED 3% MIX ~2 THROUGHOUT ABOVE. THE TERM DORMANT IS USED HERE TO DESCRIBE LIVE
SWAMP SUNFLOWER NC ECOTYPE ...........................HELIANTHUS ANGUSTIFOLIUS SEED 3% MIX ~2 THROUGHOUT LIVE CUTTINi ( 1 2" TO 2" ALIVE CUTTING ° ~w • • • • • • 6„ CUTTINGS TAKEN IN THE LATE WINTER/EARLY SPRING ~ ~ H (1/2" TO 2" DIA.) ~ rr _ _ _ _ _ A , , _ {NOVEMBER 15 TO MARCH 15), AFTER THE TREES HAVE LOST Q
WILD QUININE (VA ECOTYPE) ..............PARTHENIUM INTEGRIFOLIUM SEED 3q MIX ;~2 THROUGHOUT ~ ( / _ 2-3 APPALACHIAN BEARDTONGUE (SC ECOTYPE).......PENSTEMON LAEVIGATUS SEED 3% MIX #2 THROUGHOUT NOTES; ~ ~ TOE OF BANK ( 1"- , °~I THEIR LEAVES OR BEFORE THEY BUD, WHILE THE GROUND IS
PURPLE TOP 'SLITHER', NC ECOTYPE) ................TRIDENS FLAWS SEED 3% MIX ~2 THROUGHOUT ( m 36 UNFROZEN. LIVE BRANCH CUTTINGS FOR LIVE STAKES SHALL
- -SPOTTED BEEBALM SC ECOTYPE) ..........................•MONARDA PUNCTATA SEED 2~ MIX #2 THROUGHOUT 1. IN ADDITION TO LIVESTAKING, SPREAD RIPARIAN GRASS MIX 1 AT A RATE OF 50 LB/ACRE AND MIX 2 AT A RATE OF 15 ~ ANGLE CUT FL04D SHELF BE 1/2 TO 3 INCHES IN DIAMETER AND 2 TO 3 FEET IN r~~ `V ANGLE CUT ~ ~ ~ LENGTH (SEE SPECIAL PROVISIONS). r l ~ M+M
IRONWEED (SLITHER , NC ECOTYPE)•......•.•..•........VERNONIA hIOVEBORACENCiS SEED 2~ MIX ~2 THROUGHOUT LB/ACRE. 30° TO 45' UPLAND BENTGRAS...........•....~••~ • • • • ~AGROSTIS PERENNANS SEED 1% MIX #2 THROUGHOUT 30° TO 45' MrM n ~
TICKSEED SUNFLOWER (NC ECOTYPE) ...:.....81DENS ARISTOSA SEED 1% MIX ~2 THROUGHOUT 2. MATTING TO BE ROLLED OUT LENGTHWISE ALONG STREAM BANK EXTENDING FROM BELOW THE CHANNEL TO 3' BEYOND TOP OF 3, IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE ~I ~ r1 • s s • • • • • DORMANT SEASON AND WITH APPROVAL OF THE ENGINEER, r.~l
BANK. IF MORE THAN ONE ROW IS REQUIRED, MID-BANK OVERLAP SHOULD BE A MIN. OF 12" AND SECURELY FASTENED WITH LIVE STAKE DETAIL NOTE:. WOODEN STAKES. DETAIL LIVE STAKES MAY BE REPLACED F+y FLO-~ WITH ROOTED CUTTINGS. ~
1. RIPARIAN SEEDING SHALL BE ACHIEVED BY EVENLY SPREADING TWO (2) SEED I~XES THROUGHOUT THE AREAS INDICATED ON THE PLANS. NoT To scaLE
2:-.MIX ~1 CONSISTS OF ANNUAL RYE-AND SHALL BE APPLIED AT A RATE OF 50 LB/ACRE. IF SEED MIX #1 IS SPREAD IN SUMMER, 3. LIVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT BRANCHES CONSISTING OF THE SPECIES LISTED IN THE SPECIAL PROP. CHANNEL BANK
SU8S71TUTE MI!!ET FOR RYE AS DIRECTED BY THE ENGINEER, PROVISIONS. THE I IVESTAKING SHAT I RF RANOOMI Y PI ACFO AT 3' O.C. AS SHOWN ARf1VF TNF TFRAd MRl~ANT IC I ICFfI NFRF
3. 'MIX #2 (DESCRIBED IN SCHEDULE ABOVE) SHALL BE APPLIED IMMEDIATELY FOLLOWING MIX #1 AT A RATE OF 15 L8/ACRE. TO DESCRIBE LIVE CUTTINGS TAKEN IN THE LATE FALL/EARLY WINTER (NOVEMBER 15 TO DECEMBER 31) OR THE LATE ~M
4. SEED MIXES MUST EXHIBIT 85% MINIMUM GERMINATION AND BE FREE OF NOXIOUS WEEDS. SEED MIX LABELS WILL INCLUDE PERCENT WINTER/EARLY SPRING (MARCH 1 TO APRIL 15). AFTER THE TREES HAVE LOST THEIR LEAVES OR BEFORE THEY BUD, WHILE THE
GERMINATION AND PERCENT DORMANCY. GROUND IS UNFROZEN. LIVE BRANCH CUTTINGS FOR LIVE STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER A 2 T F 5. CONTRACTOR TO PLACE EROSION CONTROL MATTING THROUGHOUT. S AND TO 3 FEET LIVESTAKING PLANTING DETAIL-PLAN VIEW LDn!PRELIMINARY ot so ow Construction w
6. THE ENGINEER MAY APPROVE ADJUSTED PERCENTAGES OF SEED MIX BASED ON AVAILABILITY. IN LENGTH.
7, ALL SEEDING OUTSIDE THE RIPARIAN ZONES SHALL BE IN ACCORDANCE WITH "SEEDING AND MULCHING" IN THE PROJECT SPECIAL 4. IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMANT SEASON AND WITH APPROVAL OF THE ENGINEER, LIVE STAKES PROVISIONS, MAY BE REPLACED WITH ROOTED CUTTINGS SUBMITTAL N
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STFA POBf 8' MAX s>m Posr
- :,:5 4,. a p p p p p p CLASS I RIPRAP, NJ BARRIER OR OTHER GENTLE SLOPES STEEP SLOPES
~:;a;~'.+.;~: 2 APPROVED MATERIAL {IF USING RIPRAP s -,f~ DOWNSTREAM SLOPE NO STEEPER THAN {2;1) • - o ,t.%i't•r. WOIEN FKTER FABftlC I i< FlLiEA FABPoC 100 Ibs/acre tall fescue ~ ~ ~ SEEDING 30 Ibs/acre Sericea lespedeza
:,:1,+: p D D D P D O R ~ ~ ~ MIXTURE 80 Ibs/acre of toll fesue (unscarified offer August 15) R ~y 10 Ibs/acre Kobe lespedeza
,}.n
.1'. j'Y.A...it~° +'•,~;.`~'~r?`:;^;: ~ ~ II-1611 III=I ILT II_I1~111=1I I~1=11 II I II-I I 11=11~ FALL• August 25 -October FALL: August 25 -October 15 ~I I 11-l~ ANCHOR sxwr s• WWMUM Late winter: Februa 15 -Aril 15 Late winter. Februo 15 -
li-,~=11 I I-I i I II~I~I II-r i~l -II - I i~l lllml -311~~ ry P ry Apri! 15 X11. SEEDING To extend spring seeding into June, odd To extend spring seeding into June, add
DATES 15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled 8ermudagrass
c~ ~ G~;+r;? +:?r D D D p D D D D D "r"~" r.'' GENERAL NOTES: 1. RLTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND slm. Posr Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded
~ k• t .e ake.; :.p.~,, SNALL HAYS A NINBdUM OF 6 U~ WIRES Wftkl 12' SPAY SPACWC. tall fescue is very effective, tall fescue is very effective.
a O D D D D P 2. WOYFN FlLhA FABRIC BE USED WHERE SIU FENCE IS TO REAWN • ~ D D D D FOR A PERI00 OF MORE 71i1J! 30 GAYS, 3. STEEL POSE SHALL BE S'-0' IN HEGHf AND FIE OF 1NE Z FlLTER FABRIC ~l R ~ wASHm sTONE SEEDING Apply lime and fertilizer per soil rests, or 4000 Apply lime and fertilizer per soil rests, or 4000 V
I . Q a-a+r= ty, ;::'i~ F •H+>, SELF-FASTENER NlGIE STEEL Tt'PE. N ~ y ~ fj~rs...,:A :~,w .,e~ ~x,~-. ~ ~ ~ ~ Ibs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 ~ I~ „ h~ AMENDMENTS
a . .r~~ Kr c ''r+, CONSTRUCTION AREA 4. NflN SkT FENCE UP S(DPE AT ENDS. ~ ~ fertilizer. fertilizer, E,y ~ `t rr Na ~ w CV
t><<,^..' 'r+^, '::A S WHENOGRiDING IS ADNCENfET01SW1NABllFFERS, STRLFANS R WETLANDS :T''' ~ a:+,;•i[t ~s.,,~ M (REFER TO SWIM BUFFER GUIOELNES). THE COLOR ORWGE IS RESEVED FOR
`,w., 'xS, r. .ri YISUAL IDENfP1CATI0N OF EMlIROttl1ENU11Y SFNSONE MEAS. ;L..• , , BI LIEU OF BURflNG SIORT, 9' OF y ` ~ ~ ~ Is wASnm sTaNE MAr ~ usm NOTE 1 ~ ~ ~ ovER Ground Cover--protective cover must be estnbliched on olI disturbed areas within 21 calendar days after H ~ Q
. 'U'• :.Try ;%y;+:w ir. 8. ORNNAAE AREA CAN NOT BE GAFAFR INAN 1/4 ACRE PER 100FF Of FENCE - t'?i:;P':% }~5,~+,':tis s `i,tr T. SLOPE LENGMS CAN NOT IXCEED CRITERIA SHGWN IN TABLE 6.621 MAINTENANCE NOTES• . e ~ , y~;^ N,~ .s; NORM GVtOUNA EROSION AND seDIMENr CONtR01. PUNIUNC AND DESIGN Mwu4. NCE NOTES: land disturbing activity is completed or has temporarily ceased, a Z
~ •s^, Y y & DO NOT INSTNI. SEDNffNT FENCE ACROSS STREWS, DOCH6, WATERWAYS OR 1. FlLTEfl BN2PoERS SHALL EIE 6NSPECTEO BY THE FlNANCI OTHER AREAS OF CONCENfRAT81 FLOYI. RESPONSIBLE PNtTY OR WS AGENT WAffDAELY AFTER E R15PmTE0 BY THE FlNANCWlY ~ W ~ ~s AcENr WAffDAELY Arcot FACN NOTE 2 ,d ® W O
RNNFAll AND AT LEAST DNLY DVPoNG PROLANGEO RNI ANY AEPNRS NEEDED SHALL FIE MADE IMMmL1TFLY. WLY DVPoNG PROtANGm RAINFAIL ~ ~ ~ ~ ~ eE MADE iMMmuTETx. Graded slopes and fills--protective cover must be established on all graded slopes and fills within 21 calendar days otter d
- - 2. SHWID 7NE FABItlC DECOMPOSE OR BECOME INf5FEC1 POLYETHYLENE MEMBRANE ON SYNTHETIC FILTER FABRIC of ~ EXPECtED tiSABLE LIFE AND ME EMRPoER srE RIPOSE OR BECOME INfSFECENE PRKIR TO THE END o phase of grading is completed or has temporarily ceased. C..) i LIFE AND THE FIWPoER SItl.L B NECESSNIY, THE ~ ~ ~ m PROAIPILY.
SANDBAGS, CLASS I RIPRAP OR ML THICK FA~iIC SWll EIE REPLACED PRW~R.Y. FAGS 2O 3. sEDRtE?Tt DEPOSUS SHOULD 8E REMOYcD WHEN DEPO OTHER NON-ERODIBLE MATERIAL HNF THE HEICHt aF THE aARR~x, ANY sEaMENr a U) ttE flEMOYED WHEN DEPOSRS RFACN AoPROX C~ ~ = I &IfltIER. ANt' SWIMENT DWOSRS RETLVNBlO BJ ~r r, Q ~
PLACE AffER THE SILT FENCE IS REMOVED SNFLI. ~ I NCE IS REMn1ED SNAtI ~ DRESSm TO CONFORM a W W ~ ~ PREPARED AND SEEDm. ® S O ~
PROPOSED TEMPORARY COFFER DA ,oTHEIX~,NG~ADE'PREP~DANDSEECED. NOT TO SCALE NOT TO SCALE ~ ~ z
N9I1=;. ® CITY OF CHARLOTTE ® CITY OF CHARLOTTE p., ~ ~ w
HIGH STRENGTH BAG PLACED oN ooueLE SrITGHED LAND DEVELOPMENT STANDARDS T ORARY SILT f Y SILT FENCE STD. N0 REV. LAND DEVELOPMENT STANDARDS SEEDING SCHEDULE STD. No. REV. ~ Li.l ~ J
GLASS' B RIPRAP S 1. PROVIDE OUTLET TO STORM DRAINAGE SYSTEM OR STABILIZED OUTLET. J TYPE SEAM EXISTING TERRAIN QIARIATI'~ INCLUDES CRARLaTTE ETJ 3Q.06A ®AHiA1'!Ti INCLUDES CHARLOTTE ETJ 30.17A ~ Q
SEWN IN SPOUT DEWATERING BAG . . TO TEMP. H ¢ Z ~
GENERAL NOTES: DIVERSION DITCH ~ U Z
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. HIGH STRENGTH STRAPPING
FOR HOLDING NOSE ~ 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
IN PLACE. ~ , OR CHANNELS TO SLOW VELOCITY OR TO CREATE . , i ~ . . APS. a' Mx.
• / / / / / / / / i 1^,>" / / / / ~ Q . • .'.DEWATERING ,BAG. ; : ; . ' \ ~ \ \ \ \ \ \ \ " ` ° • ° 3, ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE 5,~ TEMPORARY SEEDING FOR WARM AND COOL SEASON 9 WASNm STONE
'~/~//\//\//~//j//j//~/~// / / / / TOE OF THE UPSTREAM OAM AT THE SAME ELEVATION AS THE • • • ~ • ~ ~ ~ \ \ \ \l\\ \ \ \ \ \ \ \ \ \ \ '~;;>4 DOWNSTREAM DAM SEE DIAGRAM BELOW . s
TER FLOW yi\/i /i /i /i /i /i /i /i/ / /i / / / / / / / ~ / / / / I~/ / . WA \ PUMP • . : ~ • ° • ..~----'FROM y~ /v/ //\i/\i/v/v/\i~./i\/i /i\/i\/,\/ /\//\/ivi\/i\,\/~\/,\/,\/,\/i\/i\ /\/i\/~\/~i //\i/ //\i /i\/ / / / / GLAD a A~ AAP EARLY SUMMER SEASON EARLY WINTER SEASON
\ \ \ \ \ \\i \i~\i~i, i\~i~~i~~i~ ~\i1~i~i~\i\~i~~\i~~i~\i~~~i~i\~i\~i~~i~\i ~i~~~i\~i~~i~\i . ~\i~~~ \i~i\~i; 2•,~ o a AT CENTER t.,- SEEDING 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain) o.
MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue
8' of CLASS B RIPRAP FI~~ ~ A MAXIMUM SPACING II_lii~u~rd = - 6 w
FLEXIBLE FILTER FABRIC Lpls _ _ 15' DISCHARGE HOSE - I=~N~FU~ agog _ Moy 1 -August 15 October 25 -December 30
A AND B ARE AT EQUAL ELEVATIONS
15' to 20' CROSS CROSS SECTION SEEDING Refertilize if growth is not fully adequate. Between December 30 -February 15,
PLAN VIEW DATES add 50 Ibs/acre of annual Kobe lespedeza.
DEWTERI DA Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre strove or equivalent hydroseeding. hydroseeding.
NGT TO SCALE V r-s' YN. m
III~II=III-W_ III pl~ll'1N=ITI G' MIN. Ih111_ -~~,r-iiil~ A I lime and fertilizer er soil rests, or 2000 Apply lime and fertilizer per soil rests, or 2000 „_I~,a„-,_,,,~ SEEDING PP Y P
- - Tile, 11~I=_ 01111= IINl'- Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10 F " lu?'- AMENDMENTS
ll~all ni=p III=, II-1il . fertilizer. fertilizer. A _ u=ai~~ ~=u~ in= FunR aoR+
ul= Wit- ul_yr -ip~V=lll-,,qll=i cull)°III°III= n- -,A_01=111=1,1=- 11= IN~Iy= I~I`I~I,IIt~IiICt11JV=111=.11~ )p= w=y,=` _nrt,~_- ~
PLAN
NOT TO SCALE NOT TO SCALE
® CITY OF CHARLOTTE ® CITY of cHARLOTTE SEEDING SCHEDULE fir`
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHE LAND DEVELOPMENT STANDARDS aC,~ OCK CHECK DAM STD. Na. REV, ~ (SEASONAL) ST°. REV. ~
~.o•11'B INCLUDes ~xnRtaTT>; ETa 30.10 mARL017E. INCLUDES CHAR60TTE ETd 30.178
NOTES; ~ n°~`
~ 1. A STABILIZED ENTRANCE PAD Of ~5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE 6.1
TRAFFlC WILL. ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2, FlLTER FABRIC OR COMPACTED CRUSHER RUN STONE SHAH BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAlNTAINEO IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ~ '
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. '
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHAM BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD, N0. 30.11 B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
100' MIN.
PUBLIC STREET
E7DSRNG GROUNO'4 I~
3L~ SOIL STADNZATION FABRIC = tNJDER ~ WASHED STarIE y
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671-04-701 1 =20 H, 1 =4 V No. DATE BY SHEET ~ ~Y D~s~~r~z~lo~ Plans Pre are y:
JOB N0. SCALE j~~:~br.
Charlotte•MeGklenburg
DIRECTORY - H:\tANDPROJECTS~030213_PE('ERSONNIP~PLOTSHEETS\ ~ o
i T ~ CAD FILE - 030213_PEl'ERSONNIP_03.DWG ~ ~ _ I ~
- ~ ~aoo I , I e
ASS BAM
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Ur PREPARED BY CHECKED BY Jul
~o~ CHARLOTTE, NORTH CAROLINA 28204 d-l
1 STA. 1 SRS 10-13-09 N.C. LICENSE # C-1950 U-URLOTTE.
APPROVED BY DATE
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DERR•WATER QUALM
N'ERANDSAND STGRMWATER EPr%RCH